Problem 1 Determine the x, y, z components of internal loading at a section passing through points K and H in the pipe. Neglect the weight of the pipe. (20 points) 700 mm 1,500 mm 40 25 AN P...
Problem 7.44 Consider the pipe assembly shown in (Figure 1). Neglect the weight of the pipe. Take F1 = {150 i – 300 j - 350 k} N and F2 = {200 i + 450 j} N. Figure < 1 of 1 > 1 sm Part A Determine the c component of internal normal force acting at a section passing through point B on the left part of the body relative to the cross-section. Express your answer using three significant...
Determine the x, y, and z components
of the moment of this force about point A.
Determine the x, y, and z components
of the moment of this force about point B.
The pipe assembly is subjected to the force of F (550 i+ 700 j-500 k N. (Figure 1) gure 1 of 1 1 0.5 m 0.4 m 0.3 m In 0.3 m
Problem 2) Combined Loading (30 points) The structure shown has a diameter of 40 mm. The length dimensions are a# 500 mm and d-100mm. Using load magnitudes of = 3000 N, 1000 N, and B = 1500 N, determine the normal and shear stresses in the structure at point H. (Point H is co-planar with the xy plane.) 乃 The cross-sectional properties are: A 1257 mm2 251,327 mm l, = 1.-125,664 Ton" Qmax 5333 mm Present your answers in the...
Problem 2) Combined Loading (30 points) The structure shown has a diameter of 40 mm. The length dimensions are a 500 mm and d -100 mm. Using load magnitudes of P.-3000 N, 1000 N, and B-1500 N, determine the normal and shear-stresses in the structure at point H. (Point H is co-planar with the x-y plane.) The cross-sectional properties are A 1257 mm2 J = 251,327 mm" 1,-1,-125,664 mm4 emax -5333 mm3 Present your answers in the following stress tensor...
P /500 Problem 2) Combined Loading (30 points The structure shown has a diameter of 40 mm. The length 1800 dimensions are a = 500 mm and d = 100 mm. Using load magnitudes of Px = 3000 N, P, = 1000 N, and P, = 1500 N, determine the normal and shear stresses in the structure at point H. (Point H is co-planar with the x-y plane.) The cross-sectional properties are: H A = 1257 mm2 J = 251,327...
Question 1: Determine the x and y components of the force needed to hold the horizontal T-section in place, Fx and Fy. The plane of the fitting is horizontal, so you can neglect the weight of the water and consider that all pipes have the same z coordinate. DO NOT NEGLECT HEAD LOSSES. Compute head losses between section 1 and 3 using K-0.3 and Vi and between section 1 and 2 using K=0.2 and VI. 6 cm dia. Vl= 10ms...
(15 points) Please show your work! Water (p = 1000 kg/m3) flows through the pipe below. The pressure at point A is 300 kPa. Determine the x and y components of force the water exerts on the horizontal assembly. The pipe has a diameter of 2.5 cm at A, and at B and C the diameter is 1 cm. The water is discharged into the atmosphere at B and C. Neglect frictional losses. Dc = 1 cm A B Da...
1- Water is pumped through a 9 m long pipe with internal diameter of d-40 mm at the rate of 2.25 m3 per hour. The water inter the pipe at 30 °C and exit at 70°C. Determine: b) The convection heat transfer coefficient between the water and the pipe wall Ans. (103.5 Kw, 2604 W/m2.°C)
1- Water is pumped through a 9 m long pipe with internal diameter of d-40 mm at the rate of 2.25 m3 per hour. The...
Answers for x-, y-, and z-
should be put into mm please!
Chapter 5, Problem 5/040 The cylindrical shell of uniform small thickness has a radius r = 20 mm and height z which varies from zero at 0 = 0 to h = 115 mm at 0 = n according to z = ko where k is a constant. Determine the x-, Y-, and z-coordinates of the mass center of the shell. L-
Problem #2 (20 points) The section has -35 KN and /-165.625 x 10 stress 30 mm down from the top of the section. (Note: Provide your answer in units of MPa using 4 significapt digits of accuracy) 2 Va 150 mm mm'. Determine the shear WAA $2.5 m 20 mm Z5N A T 117.5 m esoo Te5625.6 .o y.655 honld have 20 mm A O.002 m s65 660.38 P.02